Axial stress–strain relation of encapsulated granular column

doi:10.1016/j.compgeo.2008.01.003

淡江大學機構典藏 > 工學院 > 土木工程學系暨研究所 > 期刊論文 > Item 987654321/50459

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题名:	Axial stress–strain relation of encapsulated granular column
作者:	Wu, Cho-sen;Hong, Yung-shan;Lin, Hsien-chin
贡献者:	淡江大學土木工程學系
关键词:	Granular column;Reinforced;Encapsulation;Cavity expansion;Skirting length
日期:	2009-01
上传时间:	2010-08-09 17:57:33 (UTC+8)
出版者:	Kidlington: Pergamon
摘要:	The axial stress–strain relations of embedded granular columns encapsulated with flexible reinforcement were evaluated using an analytical procedure based on the cavity expansion method. This proposed method has firstly been verified through an experimental triaxial test on a reinforced sand specimen. A normalized relation was established between the volumetric change and the axial strain of soil to enable the analysis of granular material behavior under a continuous increase in lateral pressure. The analytical results show that the reinforced granular columns embedded in clay behave differently from granular columns subjected only to a constant confining pressure. It is found that reinforcing a column with a sleeve at the top portion will be adequate to prevent the column from bulging and also improve its load carrying capacity. The optimum skirting length that a sleeve can deter a granular column from bulging depends on the characteristics of the in situ soil and the stiffness and yield strength of the sleeve.
關聯:	Computers and Geotechnics 36(1-2), pp.226-240
DOI:	10.1016/j.compgeo.2008.01.003
显示于类别:	[土木工程學系暨研究所] 期刊論文

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